CN208039577U - Half prefabricated prestressed concrete floor slab of figure of eight steel bar girder - Google Patents
Half prefabricated prestressed concrete floor slab of figure of eight steel bar girder Download PDFInfo
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- CN208039577U CN208039577U CN201820354228.4U CN201820354228U CN208039577U CN 208039577 U CN208039577 U CN 208039577U CN 201820354228 U CN201820354228 U CN 201820354228U CN 208039577 U CN208039577 U CN 208039577U
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- reinforcing bar
- lower edge
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- concrete
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Abstract
The utility model discloses half prefabricated prestressed concrete floor slabs of figure of eight steel bar girder,Including concrete on construction site layer and reinforcing bar,The concrete on construction site layer is located on prefabrication concrete layer,And it is disposed with and winds up and lower edge in prefabrication concrete layer,It is described to wind up positioned at the top of lower edge,The reinforcing bar is welded to connect with lower edge and winding up respectively,And it lower edge and winds up and is located at the both sides of reinforcing bar,The lower edge,It winds up and forms steel bar girder with reinforcing bar,Fourth reinforcing bar vertical with steel bar girder is disposed in the prefabrication concrete layer,The utility model is provided with prefabrication concrete layer,This preformed layer has certain rigidity and intensity,So temporary support need not be arranged in pouring at the scene,It does not need formwork and may be used for floor slab construction,Save template,It shortens the construction period,Reduction expense,And steel bar girder has been set it in prefabrication concrete layer,Reduce the workload of reinforcing bar binding in thus constructing at the scene.
Description
Technical field
The utility model belongs to the floor technical field in building, and in particular to half prefabricated of figure of eight steel bar girder is pre-
Prestressed concrete floor.
Background technology
The type of floor mainly has precast floor slab, cast-in-situ floor, composite deck slabs, steel bar girder at present
Laminated floor slab etc. is several, although wherein prefabricated board speed of application is fast, flooring globality poor, poor rigidity, floor jointing processing are not
Leading to later stage use well, there are leakage problems in the process, and due to flooring globality poor, when an earthquake occurs, earthquake is serious；It is existing
Floor good integrity is poured, rigidity is big, stress is good, but wet construction of constructing is more（Reinforcing bar binding, formwork etc.）, long in time limit, engineering cost
High and the performance in its later stage and the maintenance of concrete have much relations；Although composite deck slabs eliminate cast-in-place
The formwork of floor works, and speed of application is fast but deformation is big, costly, and the out-of-flatness of board bottom face, further needs exist for furred ceiling, this
Bring expense；Steel bar girder prestressing force laminated floor slab overall stiffness is good, and speed of application is fast, but the steel using amount brought is big, expense
It is high.
Utility model content
The purpose of this utility model is to provide half prefabricated prestressed concrete floor slabs of figure of eight steel bar girder, with solution
It proposes that existing precast floor slab plate face is difficult in certainly above-mentioned background technology, and is suitble to span smaller, cast-in-situ floor is in work progress
In, reinforcing bar binding work amount is big, steel bar girder prestressing force laminated floor slab steel using amount is big problem.
To achieve the above object, the utility model provides the following technical solutions：Half prefabricated of figure of eight steel bar girder is answered in advance
Power concrete floor, including concrete on construction site layer and reinforcing bar, the concrete on construction site layer are located at prefabrication coagulation
On soil layer, and the chord that winds up is disposed in prefabrication concrete layer, it is described to wind up positioned at the top of lower edge, the reinforcing bar difference
It is welded to connect with lower edge and winding up, and lower edge and winds up and be located at the both sides of reinforcing bar, the lower edge winds up and reinforcing bar composition steel
Muscle truss is disposed with fourth reinforcing bar vertical with steel bar girder in the prefabrication concrete layer.
Preferably, it the reinforcing bar and winds up and is both provided with folding foot with the weld of lower edge.
Preferably, the lower edge, wind up with the assembly of reinforcing bar be splayed structure.
Preferably, the 4th reinforcing bar is connect with steel bar truss welding.
Compared with prior art, the utility model has the beneficial effects that：
（1）The utility model is provided with prefabrication concrete layer, this preformed layer has certain rigidity and intensity,
So temporary support need not be arranged in pouring at the scene, do not need formwork and may be used for floor slab construction, saves template, shortens
Duration reduces expense, and has been set steel bar girder in prefabrication concrete layer, thus reduces reinforcing bar in constructing at the scene
The workload of binding, shortens the duration, reduces cost；
（2）The utility model, construction site make concrete layer in steel bar girder be Penetrating wire for pipe provide very greatly
Space, facilitate poling in work progress, and deformed bar, Neng Goushi are increased inside the concrete layer that makes of construction site
It answers the requirement of large span floor while being suitble to the requirement of two-way slab.
Description of the drawings
Fig. 1 is the longitudinal sectional drawing of the utility model；
Fig. 2 is the elevation of the utility model steel bar girder；
Fig. 3 is the sectional view of the utility model steel bar girder；
Fig. 4 is the drawing in side sectional elevation of the utility model steel bar girder；
In figure：1- prefabrication concrete layers；2- concrete on construction site layers；3- lower edges；4- winds up；5- reinforcing bars；6-
Four reinforcing bars.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 4 are please referred to Fig.1, the utility model provides a kind of technical solution：Half prefabricated prestressing force of figure of eight steel bar girder
Concrete floor, including concrete on construction site layer 2 and reinforcing bar 5, concrete on construction site layer 2 are located at prefabrication concrete layer
Wind up 4 and lower edge 3 are disposed on 1, and in prefabrication concrete layer 1, it is mixed by prefabrication concrete layer 1 and construction site
Solidifying soil layer 2 forms half prefabricated prestressed concrete floor slab, is conducive to save template and shorten the construction period, winds up 4 positioned at lower edge 3
Top, 4 requirements that can adapt to large span floor of winding up, while being suitble to the requirement of two-way slab, reinforcing bar 5 respectively with lower edge 3 and upper
String 4 is welded to connect, and lower edge 3 and 4 both sides for being located at reinforcing bar 5 of winding up, the lower edge 3, wind up 4 and reinforcing bar 5 form reinforcing bar
Truss, the design of steel bar girder reduce the workload of construction site reinforcing bar binding, shorten the duration, reduce cost, factory
Fourth reinforcing bar 6 vertical with steel bar girder is disposed in concrete layer 1.
In order to ensure the stability of steel bar girder, in the present embodiment, it is preferred that the welding of reinforcing bar 5 and wind up 4 and lower edge 3
Place is both provided with folding foot.
In order to improve the stability of assembly, in the present embodiment, it is preferred that lower edge 3, wind up 4 and the assembly of reinforcing bar 5 be
Splayed structure.
In order to make the 4th reinforcing bar 6 securely be connect with steel bar girder, in the present embodiment, it is preferred that the 4th reinforcing bar 6 and reinforcing bar purlin
Frame is welded to connect.
The operation principle and process for using of the utility model：Concrete on construction site layer 2 is placed in prefabrication concrete
The top of layer 1 forms half prefabricated prestressed concrete Tulou by prefabrication concrete layer 1 and concrete on construction site layer 2
Plate is prefabricated in the factory in concrete layer 1 and concrete on construction site layer 2 and is respectively arranged lower edge 3 and winds up 4, lower edge 3 and winds up 4
Can adapt to the requirement of large span floor, while being suitble to the requirement of two-way slab, then by reinforcing bar 5 respectively with lower edge 3 and 4 welding of winding up
It is welded at the steel bar girder of splayed structure, and by the folding foot of reinforcing bar 5 and 4 stretchings of winding up, to improve steel bar girder
Stability, it is easy to use, the duration is shortened, cost is reduced.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. half prefabricated prestressed concrete floor slab of figure of eight steel bar girder, including concrete on construction site layer（2）And reinforcing bar
（5）, it is characterised in that：The concrete on construction site layer（2）Positioned at prefabrication concrete layer（1）On, and prefabrication is mixed
Solidifying soil layer（1）In be disposed with and wind up（4）And lower edge（3）, described to wind up（4）Positioned at lower edge（3）Top, the reinforcing bar（5）Point
Not and lower edge（3）With wind up（4）It is welded to connect, and lower edge（3）With wind up（4）It is located at reinforcing bar（5）Both sides, the lower edge
（3）, wind up（4）And reinforcing bar（5）Form steel bar girder, the prefabrication concrete layer（1）In be disposed with steel bar girder hang down
The 4th straight reinforcing bar（6）.
2. half prefabricated prestressed concrete floor slab of figure of eight steel bar girder according to claim 1, it is characterised in that：
The reinforcing bar（5）With wind up（4）And lower edge（3）Weld be both provided with folding foot.
3. half prefabricated prestressed concrete floor slab of figure of eight steel bar girder according to claim 1, it is characterised in that：
The lower edge（3）, wind up（4）And reinforcing bar（5）Assembly be splayed structure.
4. half prefabricated prestressed concrete floor slab of figure of eight steel bar girder according to claim 1, it is characterised in that：
4th reinforcing bar（6）It is connect with steel bar truss welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820354228.4U CN208039577U (en) | 2018-03-15 | 2018-03-15 | Half prefabricated prestressed concrete floor slab of figure of eight steel bar girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820354228.4U CN208039577U (en) | 2018-03-15 | 2018-03-15 | Half prefabricated prestressed concrete floor slab of figure of eight steel bar girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039577U true CN208039577U (en) | 2018-11-02 |
Family
ID=63947597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820354228.4U Expired - Fee Related CN208039577U (en) | 2018-03-15 | 2018-03-15 | Half prefabricated prestressed concrete floor slab of figure of eight steel bar girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039577U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005109A (en) * | 2019-04-01 | 2019-07-12 | 智聚装配式绿色建筑创新中心南通有限公司 | A kind of open flume type prestressed concrete overlapped slab |
| CN110397200A (en) * | 2019-08-07 | 2019-11-01 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Assembled two-way concrete slab truss floor |
| CN111962553A (en) * | 2020-07-30 | 2020-11-20 | 中铁第四勘察设计院集团有限公司 | Truss type station hall structure of station and construction method |
-
2018
- 2018-03-15 CN CN201820354228.4U patent/CN208039577U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005109A (en) * | 2019-04-01 | 2019-07-12 | 智聚装配式绿色建筑创新中心南通有限公司 | A kind of open flume type prestressed concrete overlapped slab |
| CN110397200A (en) * | 2019-08-07 | 2019-11-01 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Assembled two-way concrete slab truss floor |
| CN111962553A (en) * | 2020-07-30 | 2020-11-20 | 中铁第四勘察设计院集团有限公司 | Truss type station hall structure of station and construction method |
| CN111962553B (en) * | 2020-07-30 | 2024-10-22 | 中铁第四勘察设计院集团有限公司 | Station truss type station hall structure and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181102 Termination date: 20190315 |
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| CF01 | Termination of patent right due to non-payment of annual fee |